TN 48 25 26 Erode Division TPR 096

Picking the existing BT surface upto 50mm depth as directed by the departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and deposting the debris excluding cost of materials including all labour charges for pickig and all other tools and plants employed for the work and including all other incidental charges etc., complete, as per MORTH Specification.

Road Work

Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification For Box cutting for widening portion. (MORTH No. 111, 112, 301, 305, 900)

Road Work

Bus lay bye

Junction Improvement

COMPACTION ONLY FOR UTILIZING AVAILABLE BOX CUT EARTH - Providing compaction for embankment / making up of low berms using the available box cut earth including all hire and fuel charges for power roller for compaction, water sprinkler, including all labour charges for laying, spreading, watering etc., complete and as directed by the departmental engineers. (MORTH No. 111, 112, 301, 305, 900)

Road Work

Granular Sub Base - Providing, laying, spreading and compacting graded stone aggregates for Granular Sub Base, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 for Grade - V Material (MORTH No. 111, 112, 401, 900)

Road Work

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Junction Improvement

Granular Sub Base - Providing, laying, spreading and compacting graded stone aggregates for Granular Sub Base, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 for Grade - III Material (MORTH No. 111, 112, 401, 900)

Road Work

Junction Improvement

Wet Mix Macadam -Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 (MORTH No. 111,112, 406, 900)

Road Work

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Junction Improvement

Prime Coat Over WBM/ WMM surface - Providing and laying Prime Coat Over WBM/ WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 502 of MORTH Rev-5 (MORTH No. 111 ,112, 501, 502, 900)

Road Work

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Junction Improvement

Tack Coat Over Primed Surface - Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev (MORTH No. 111,112,501, 503,900)

Road Work

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Junction Improvement

Tack Coat Over Existing BT Surface - Providing and laying Tack Coat Over Existing BT surface using 2 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5e as per Clause 503 of MORTH Rev (MORTH No. 111,112,501, 503,900)

Road Work

Junction Improvement

DBM (Grade-I) 75mm Thick Using VG40 Bitumen - Providing, laying 75mm consolidated thick Dense Bituminous Macadam using 0.40cum of 37.50-13.20mm 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size RC metal with 71.30kgs of VG40 grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature m central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 75mm with mechanical paver to the specified grades and cross sections and consolidated by Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory rollers and all other tools and plant required, including all other Incidental charges etc., complete as per specification using CMP as per clause 505 for Grade-I (MORTH No. 111, 112, 501, 507, 900)

Road Work

Junction Improvement

DBM (Grade-II) 50mm Thick Using VG40 - Providing, laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs of VG40 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in Central Hot Mix Plant 20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm using paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire and fuel charges for 20-30ton CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory rollers and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause for Grade-II (MORTH No. 111, 112, 501, 507, 900)

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BM (Grade-II) 50mm Thick Using VG30 - Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5 for Grade - II (MORTH No. 111, 112, 504, 900)

Road Work

Junction Improvement

BC 30/40mm Thick (Grade-II) Using VG40 Bitumen (more than 5m width) - Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00-9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, paver finisher hydro­static (more than 5m width), Vibratory / Pneumatic roller and all other tools and plant re­quired, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause for Grade-II (MORTH No. 111, 112, 501, 507, 900)

Road Work

BC 30/40mm Thick (Grade-II) Using VG40 Bitumen - Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5 for Grade - II. (MORTH No. 111, 112, 501, 507, 900)

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Junction Improvement

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. (Existing Structure PCC)

Widening of Minor Bridge at Km 35/6

Widening of Box Culvert at Km 19/8

Box Culvert at Km 19/8

Box Culvert at Km 20/4

Widening of Box Culvert at Km 21/4

Box Culvert at Km 21/8

Box Culvert at Km 22/6

Box Culvert at Km 24/4 (ii)

Box Culvert at Km 25/10

Box Culvert at Km 26/4

Box Culvert at Km 26/10

Box Culvert at Km 27/4

Box Culvert at Km 28/10

Box Culvert at Km 34/4

Box Culvert at Km 35/10

Box Culvert at Km 36/4

Box Culvert at Km 36/6

Box Culvert at Km 36/10

Earthwork excavation in all classes of soils except hard rock requiring, blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, Trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials, etc, complete as per standard specification for foundation Box Culvert and Wing Wall (MORTH No. 111, 112, 301, 305, 900)

Widening of Box Culvert at Km 19/8

Box Culvert at Km 19/8

Box Culvert at Km 20/4

Widening of Box Culvert at Km 21/4

Box Culvert at Km 21/8

Box Culvert at Km 22/6

Box Culvert at Km 23/6

Box Culvert at Km 24/4 (i)

Box Culvert at Km 24/4 (ii)

Box Culvert at Km 25/10

Box Culvert at Km 26/4

Box Culvert at Km 26/10

Box Culvert at Km 27/4

Box Culvert at Km 28/10

Box Culvert at Km 34/4

Box Culvert at Km 35/10

Box Culvert at Km 36/4

Box Culvert at Km 36/6

Box Culvert at Km 36/10

Vibrated Cement Concrete of Grade M15 (Nominal Mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for BASE COURSE OF BOX CULVERT (MORTH No. 111, 112, 1000, 1500, 1700, 2200, 900)

Widening of Box Culvert at Km 19/8

Box Culvert at Km 19/8

Box Culvert at Km 20/4

Widening of Box Culvert at Km 21/4

Box Culvert at Km 21/8

Box Culvert at Km 22/6

Box Culvert at Km 23/6

Box Culvert at Km 24/4 (i)

Box Culvert at Km 24/4 (ii)

Box Culvert at Km 25/10

Box Culvert at Km 26/4

Box Culvert at Km 26/10

Box Culvert at Km 27/4

Box Culvert at Km 28/10

Box Culvert at Km 34/4

Box Culvert at Km 35/10

Box Culvert at Km 36/4

Box Culvert at Km 36/6

Box Culvert at Km 36/10

Vibrated Reinforced Cement Concrete M25 Grade (Design Mix) using ISS HBG metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel, including labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete for BOX CULVERT. (MORTH No. 111, 112, 1000, 1500, 1600, 1700, 2300,900)

Widening of Box Culvert at Km 19/8

Box Culvert at Km 19/8

Box Culvert at Km 20/4

Widening of Box Culvert at Km 21/4

Box Culvert at Km 21/8

Box Culvert at Km 22/6

Box Culvert at Km 23/6

Box Culvert at Km 24/4 (i)

Box Culvert at Km 24/4 (ii)

Box Culvert at Km 25/10

Box Culvert at Km 26/4

Box Culvert at Km 26/10

Box Culvert at Km 27/4

Box Culvert at Km 28/10

Box Culvert at Km 34/4

Box Culvert at Km 35/10

Box Culvert at Km 36/4

Box Culvert at Km 36/6

Box Culvert at Km 36/10

Supply and fabrication of STEEL Fe500/ Fe500D/ Fe550/ Fe550D grade with suitable anticorrsive measure required for all the reinforced cement concrete items of work involved in the shedule including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawing including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete. (MORTH No. 1000, 1500, 1600, 900)

Widening of Minor Bridge at Km 35/6

Widening of Box Culvert at Km 19/8

Box Culvert at Km 19/8

Box Culvert at Km 20/4

Widening of Box Culvert at Km 21/4

Box Culvert at Km 21/8

Box Culvert at Km 22/6

Box Culvert at Km 23/6

Box Culvert at Km 24/4 (i)

Box Culvert at Km 24/4 (ii)

Box Culvert at Km 25/10

Box Culvert at Km 26/4

Box Culvert at Km 26/10

Box Culvert at Km 27/4

Box Culvert at Km 28/10

Box Culvert at Km 34/4

Box Culvert at Km 35/10

Box Culvert at Km 36/4

Box Culvert at Km 36/6

Box Culvert at Km 36/10

Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS HBG granite metal including cost and conveyance of all materials to site including cement at site, including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete, worikingat depths, Hire charges for Tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc, complete as per relevent standard specification for Wing Wall. (MORTH No. 111, 112, 1000, 1500, 1700, 2200, 900)

Widening of Box Culvert at Km 19/8

Box Culvert at Km 19/8

Box Culvert at Km 20/4

Widening of Box Culvert at Km 21/4

Box Culvert at Km 21/8

Box Culvert at Km 22/6

Box Culvert at Km 23/6

Box Culvert at Km 24/4 (i)

Box Culvert at Km 24/4 (ii)

Box Culvert at Km 25/10

Box Culvert at Km 26/4

Box Culvert at Km 26/10

Box Culvert at Km 27/4

Box Culvert at Km 28/10

Box Culvert at Km 34/4

Box Culvert at Km 35/10

Box Culvert at Km 36/4

Box Culvert at Km 36/6

Box Culvert at Km 36/10

Vibrated Reinforced Cement Concrete M30 Grade (Design mix) using ISS size hard broken granite metal including cost and conveyance of all materials to site cost of premoulded expansion joints and fixing the same in position including cost and labour charges for formwork, labour charges for laying, compacting, curing including all other incidental charges etc.,complete for WEARING COAT 75mm UNIFORM THICKNESS OVER DECK SLAB AND OVER APPROACH SLAB. (MORTH No. 111, 112, 1000, 1500, 1600, 1700, 2300,900)

Widening of Minor Bridge at Km 35/6

Widening of Box Culvert at Km 19/8

Box Culvert at Km 19/8

Box Culvert at Km 20/4

Widening of Box Culvert at Km 21/4

Box Culvert at Km 21/8

Box Culvert at Km 22/6

Box Culvert at Km 23/6

Box Culvert at Km 24/4 (i)

Box Culvert at Km 24/4 (ii)

Box Culvert at Km 25/10

Box Culvert at Km 26/4

Box Culvert at Km 26/10

Box Culvert at Km 27/4

Box Culvert at Km 28/10

Box Culvert at Km 34/4

Box Culvert at Km 35/10

Box Culvert at Km 36/4

Box Culvert at Km 36/6

Box Culvert at Km 36/10

Providing FILTER MEDIA behind Abutment and Return walls for 600mm thickness using filter material conforming to clause 309.3.2.B of MORTH well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to worksite including all other incidental charges, etc complete

Widening of Minor Bridge at Km 35/6

Widening of Box Culvert at Km 19/8

Box Culvert at Km 19/8

Box Culvert at Km 20/4

Widening of Box Culvert at Km 21/4

Box Culvert at Km 21/8

Box Culvert at Km 22/6

Box Culvert at Km 23/6

Box Culvert at Km 24/4 (i)

Box Culvert at Km 24/4 (ii)

Box Culvert at Km 25/10

Box Culvert at Km 26/4

Box Culvert at Km 26/10

Box Culvert at Km 27/4

Box Culvert at Km 28/10

Box Culvert at Km 34/4

Box Culvert at Km 35/10

Box Culvert at Km 36/4

Box Culvert at Km 36/6

Box Culvert at Km 36/10

Supplying and fixing 110mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite cost and labour for semi-sperical back fill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the back fill as per standard specifications (Rev- V) (MORTH No. 2706, 900)

Widening of Minor Bridge at Km 35/6

Widening of Box Culvert at Km 19/8

Box Culvert at Km 19/8

Box Culvert at Km 20/4

Widening of Box Culvert at Km 21/4

Box Culvert at Km 21/8

Box Culvert at Km 22/6

Box Culvert at Km 23/6

Box Culvert at Km 24/4 (i)

Box Culvert at Km 24/4 (ii)

Box Culvert at Km 25/10

Box Culvert at Km 26/4

Box Culvert at Km 26/10

Box Culvert at Km 27/4

Box Culvert at Km 28/10

Box Culvert at Km 34/4

Box Culvert at Km 35/10

Box Culvert at Km 36/4

Box Culvert at Km 36/6

Box Culvert at Km 36/10

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. (Existing Structure RCC)

Widening of Minor Bridge at Km 35/6

Earth work excavation in all classes of soils and depositing on bank, with all leads and lifts as per SS20B, Including cost of all labour, equipments and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming bottom of excavation backfilling and clearing the site and disposal of all surplus materials etc., complete for FOUNDATION - FOOTING UNDER ABUTMENTS & PIERS.

Widening of Minor Bridge at Km 35/6

Earthwork excavation in soft desintegrated rock except Kankar / Soft disintegrated rock not requiring blasting, medium rock and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF ABUTMENTS, PIERS, WINGS & RETAINING WALL.

Widening of Minor Bridge at Km 35/6

Plain Cement Concrete of grade M10 (Nominal Mix) using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for LEVELLING COURSE. (MORTH No. 111, 112, 1000, 1500, 1600, 1700, 2100,900)

Km 35/6 Widening of Minor Bridge

Vibrated Cement Concrete of Grade M20 (Nominal Mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for BELOW SILL LEVEL. (MORTH No. 111, 112, 1000, 1500, 1700, 2200, 900)

Km 35/6 Widening of Minor Bridge

Vibrated Cement Concrete of Grade M20 (Nominal Mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for ABOVE SILL LEVEL. (MORTH No. 111, 112, 1000, 1500, 1700, 2200, 900)

Widening of Minor Bridge at Km 35/6

Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DIRT WALL CUM BED BLOCK OVER ABUTMENTS AND BED BLOCK OVER PIERS.(MORTH No. 111, 112, 1000, 1500, 1700, 2200, 900)

Km 35/6 Widening of Minor Bridge

Providing and fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to worksite, labour for fixing the same in correct position and all other incidental charges etc., complete.

Km 35/6 Widening of Minor Bridge

Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DECK SLAB and Safety Kerb. (MORTH No. 111, 112, 1000, 1500, 1700, 2300, 900)

Km 35/6 Widening of Minor Bridge

Vibrated Reinforced Cement Concrete M40 grade (Design mix) using ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cement at site but excluding cost and fabrication of steel, including labour charges for mixing, transporting, laying, and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges etc.,, complete for RCC CRASH BARRIERS OVER DECK SLAB. (MORTH No. 111, 112, 1000, 1500, 1700, 2700, 900)

Widening of Minor Bridge at Km 35/6

Vibrated Cement Concrete M20 grade (Nominal mix) using 20mm ISS size hard granite broken metal including cost and conveyance of all materials to site and cement at site including labour charges for mixing, transporting, laying, and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges,etc.,complete as per standard specification for PCC PARAPETS OVER WING WALL. (MORTH No. 111, 112, 1000, 1500, 1700, 900)

Widening of Minor Bridge at Km 35/6

Vibrated Cement Concrete M15 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges for laying, compacting, curing all incidental charges etc., complete for BASE COURSE BELOW APPROACH SLAB. (MORTH No. 111, 112, 1000, 1500, 1700, 2200, 900)

Widening of Minor Bridge at Km 35/6

Vibrated Reinforced Cement Concrete M30 Grade (Design mix) using 20mm & below ISS HBG graded size including cost and conveyance of all materials to work site but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering, labour charges for laying, compacting, curing including all other incidental charges etc.,complete for APPROACH SLAB. (MORTH No. 111, 112, 1000, 1500, 1700, 2704, 900)

Widening of Minor Bridge at Km 35/6

Supplying and fixing GI DRAINAGE SPOUTS 100mm dia as per GOI drawing SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spout projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing, including cost and conveyance of Galvanised iron pipes and flats and fixing them in position, etc., complete as per cl 2705 of MORT&H specification. (V Revision) (MORTH No. 2705, 900)

Widening of Minor Bridge at Km 35/6

Supplying and fixing 300mm wide PVC EXPANSION JOINT in the 20mm expansion gap provided in between decks over piers and in between deck and dirt wall over abutment as shown in the drawing including cost and conveyance of expansion joints including shalimar pad and joint sealant etc., complete(In Deck slab

Widening of Minor Bridge at Km 35/6

Filling behind Abutments and return wall with clean gritty carted earth including cost and worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc., complete. as per CI.710.1.4 & Appendix 6 of IRC :78-2014

Widening of Minor Bridge at Km 35/6

Painting two coats with Ready mix plastic enamel paint and approved colour including priming coat over the cement surface complete including scrapping clean removal of dirt of parts over cement surface

Widening of Minor Bridge at Km 35/6

Barrier Type Kerb per Running Meter - Providing Barrier Type Kerb for median/ islands using vibrated cement concrete of grade M20 (Nominal Mix) using 20 and 12mm ISS HBG metal from approved quarry, including cost and conveyance of all materials to worksite, including hire and fuel charges of all the machineries employed for this work, including all charges for mixing, laying, curing, painting, including all other incidental charges etc., complete as per drawing and standard

Centre Median

Filling site Earth in between gap for median and island and above road level with approved materials deposited at site from roadway cutting and excavation for drain and foundation of otherstructures, spread, greaded and compacted as per CL:407 of MORTH

Centre Median

Providing RCC Centre Median height of 0.610m at bottom 0.300m at middle 0.150 at top and to a total height of 0.860m from the road level including cost and conveyance of all materials to work site including providing form work for shuttering on both sides and chamfered edges at top, including cost of steel reinforcement as per the Bar bending schedule appended here with, fabrication and placing in position of steel grills including cost of binding wire, laying of R.C.C M25 concrete using ISS HBG graded metal including cost and conveyance of all materials to work site from the approved sources including labour charges for mixing laying curing etc middle of the median as directed by the departmental officers, Rendering Smoothness over the CC surface with 10 kg of cement for 10 Sq.m area and painting two coats over the CC surfaces with best approved quality of synthetic enamel paint including primer etc., including all labour charges, hire and fuel charges for the Hire charges for Tools and plants employed and as per the standard specification and in accordance with the drawings appended here with and as directed by the departmental officers etc., complete.

Centre Median

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. Providing and laying of hot applied Thermoplastic compound 2.5 mm. thick including reflectorising glass beads @ 250 gms. per sqm. area, thickness of 2.5 mm. is exclusive of surface applied glass beads as per IRC: 35. The finished surface to be level, uniform and free from streaks and holes etc complete as per MORT&H specification No.803

Road Furniture Work

Road Markers/Road Stud with Lens Reflector - Providing and fixing reflective road studs of 'category A' Raised pavement markers made out of poly carbonate / ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro-reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW/NH. 33023/10/97-DO.III dt 11.06.97 and the height,width and length shall not be less than 15mm, 90mm and 100mm and with minimum reflective area of 13sq.cm on each side and the slope to the base shall be 35+/- 5 degree.Each reflector shall have a CIL not less than values specified in Table2 of said MORTH circular.The strength of deatchment of the integrated cylindrical shanks,(of diamter not less than 19*/- 2 mm and height not less than 30*/- 2mm )from the body is to be a minimum value of 500kgf.Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manifacture's recommendation and complete as directed by the engineer. The marker shall support a load of 13635Kg tested in accordance with ASTM D4280 and confirming to IRC35-2015 guide lines and MORTH specification 804 etc., complete.

Road Furniture work

Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2022 and ASTM D 4956 –09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2022 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer-in-charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2022. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2022. (as per MoRT&H Specification No.801) (60 cm circular)

Road Furniture Work

Providing and erecting of Direction and Place Identification Retro-reflectorised Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2022 and ASTM D 4956 –09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2022 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer- incharge. High intensity Retro Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2022. The retro- reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2022. (as per MoRT&H Specification No.801) (for sign having area upto 0.9 sqm) (Type-IV)

Road Furniture Work

Providing and erecting of Direction and Place Identification Retro-reflectorised Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2022 and ASTM D 4956–09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2022 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer- incharge. High intensity Retro Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2022. The retro- reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2022. (as per MoRT&H Specification No.801) (for sign having area more than 0.9 sqm) (Type-IV)

Road Furniture Work

Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2022 and ASTM D 4956 –09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2022 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer-in-charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2022. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2022. (as per MoRT&H Specification No.801) (90cm Equilateral Triangle Board)

Road Furniture Work

Providing and erecting of retro refectorised Hazard Marker Traffic sign made out of HIgh Intensity Prismatic Grade sheeting confirming to TYPE-IV standards of IRC 67-2012 and ASTM D 4956-09, specification and fixed over 2mm thick alumininum sheet fixed over a back supporting frame of 25mm X 25mm X 3mm mild steel angle and supportred on mild steel angle iron post 75 mm X 75mm X6mm with a clear height not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level.The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly desigmed foundation with M15 grade cement concrete 45mm X 45mm X 60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge.High intensity Retro-Reflectro sheet shall consist of minimum coefficient of retro-Reflction as per Table 6.6 of IRC 67-2012.The retro-reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67-2012(as per MORTH specification no 801) (30cmx90cm Rectangular board)

Road Furniture Work

Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2022 and ASTM D 4956 –09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2022 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer-in-charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2022. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2022. (as per MoRT&H Specification No.801) (90 cm octagon)

Road Furniture Work

Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2022 and ASTM D 4956 –09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2022 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer-in-charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2022. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2022. (as per MoRT&H Specification No.801) (80 cm x 60 cm rectangular)

Road Furniture Work

Proving and fixing Solar powered Traffic Blinkers of 30cm dia with Polycarbonate Dome 5mm Red of Led 150 Nos. iri each Red Blinkers Light - 1 No. with Red / White / Blue Led Blinkers Delineator Solar Panel :12v 50w Solar Panel — 1 No. 12v 18 AH Battery -1 No. with Box, Solar Circuit Controller Board Box.Straight Pole : MS Pole 3” dia 2.5mm thick 18 Feet height pole (1 No.) with 2 Feet under ground pole foundation, pole painting including transportation charges, installation charges etc., complete as per standard specification.

Road Furniture Work

Providing and fixing of Digitally Printed Retro Reflectorized Overhead Cantilever Informatory sign Board of Size 5.00m x 1.80m made of cube corner Micro Prismatic grade sheeting conforming to Type XI standards of IRC 67 - 2022 and ASTMD4956 – 09, specification and fixed over 2mm thick aluminum sheet fixed on back supporting frame mild steel L angle of size 50mm x 50mm x 6mm. The Vertical support post for the installation of overhead sign Gantry shall be made of 300NB (Nominal Bore) MS Pipe with 12mm thick with a ground clearance of 6 meters along with 80NB (Nominal Bore) MS Pipe with 4mm thick and 40NB (Nominal Bore) MS Pipe with 3.20mm thick support posts. MS Base plate of size 1200mm x 1200mm x 25mm and MS Top plate of size 900mm x 1650mm x 16mm to be used to hold the sign board at the top and bottom respectively. MS Stiffener plates 8mm thick of sizes 420x420, 682x420, 288x288, 288x927 & 44x130 are to be used. Anchor bolts of dimension 25mm dia and 1000mm length are to be used as fixtures. The approved direction information should be digitally printed and should have 70% of the co-efficient of Retro-reflection values against the values as mentioned in Table 6.9 of IRC 67 – 2022. The Latex printer used for digital printing should use inks with low VOC emissions and have green guard, eco logo certificates as per UL 2801 standards. The retro-reflective sheeting shall be covered under 10 years warranty issued for field performance and a certified copy of three years Outdoor exposure report shall be obtained as per IRC 67-2022 (As per MoRT&H specification No.801). Cantilever sign shall be installed at the site as per the approved structural and foundation drawing provided in the tender document and including cost and conveyance of all materials, equipment, machineries to worksite, including all labour charges for fixing the gantry in position with all leads and lifts, loading charges and necessary for satisfactory completion of the work as directed by the engineer-in-charge etc., complete.

Road Furniture Work

Providing and fixing of Digitally Printed Retro Reflectorized Overhead Gantry Informatory sign Board made of cube corner Micro Prismatic grade sheeting conforming to Type XI standards of IRC 67 - 2022 and ASTMD4956 – 09, specification and fixed over 2mm thick aluminum sheet fixed on back supporting frame mild steel L angle of size 50mm x 50mm x 6mm. The Vertical support post for the installation of overhead sign Gantry shall be made of 300NB (Nominal Bore) MS Pipe with 12mm thick with a ground clearance of 6 meters along with 80NB (Nominal Bore) MS Pipe with 4mm thick and 40NB (Nominal Bore) MS Pipe with 3.20mm thicksupport posts. MS Base plate of size 1200mm x 1200mm x 25mm and MS Top plate of size 900mm x 1650mm x 16mm to be used to hold the sign board at the top and bottom respectively. MS Stiffener plates 8mm thick of sizes 420x420, 682x420, 288x288, 288x927 & 44x130 are to be used. Anchor bolts of dimension 25mm dia and 1000mm length are to be used as fixtures. The approved direction information should be digitally printed and should have 70% of the co-efficient of Retroreflection values against the values as mentioned in Table 6.9 of IRC 67 – 2022. The Latex printer used for digital printing should use inks with low VC emissions and have green guard, eco logo certificates as per UL 2801 standards. The retro-reflective sheeting shall be covered under 10 years warranty issued for fieldperformance and a certified copy of three years Outdoor exposure report shall be obtained as per IRC 67-2022 (As per MoRT&H specification No.801). Cantilever sign shall be installed at the site as per the approved structural and foundation drawing provided in the tender document and including costand conveyance of all materials, equipment, machineries to worksite, including all labour charges for fixing the gantry in position with all leads and lifts, loading charges and necessary for satisfactory completion of the work as directed by the engineer-in-charge etc., complete. of size 12.00 m X 1.8 m

Road Furniture Work

Providing fixing of Rigid Median Marker double sided made of polycarbonate for impact resistance and good weather ability. Polycarbonate used for molding the median marker shall have a minimum Izod impact strength value of 600 J/m at room temperature. The impact strength of the poly carbonate should not decrease to less than 70% of its initial value on being subjected to UV weathering as per ASTM G 155 for 1000 hours or exposure to 2 years of natural weathering. The body of the median marker shall be in the form of an isosceles trapezoidal structure of length 15 cm height and width of 10 x 10 cm. The median marker shall have fluorescent yellow retro - reflective sheeting confirming to Type XI specifications as per ASTM D 4956. Area of reflective sheeting should not be less than 70 cm2. Edge of retro reflective shall be concealed using a grill/ mesh/similar mechanism to prevent vandalism and sheeting pilferage. The logo of the manufacturer shall be embossed and painted in contrasting colour on both side of median marker for distinct identification.

Road Furniture Work

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